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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-Finance | ₹4.7 L | L1 | Accepted-Finance least quoted |
Tender Value
₹4.6 L
EMD Value
₹11,394
Closing Date
28 Feb 2026, 3:30 pmClosed
Assistant Executive Engineer
PWD Buildings Subdivision Thiruvalla
GENERAL Internal road leading to Firestation Providing Bituminous surfacing to internal road leading to Fire station General Civil Work
2025_PWD_824128_2
PWD/BLDG/TR/20414/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvalla
Please refer tender documents
10 documents required · 10 mandatory
₹1,005
₹11,394
10 Sept 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection works | |||||
| 1.001 | OD63211/2025-2026:Engaging Labour | 5 | each | - | - |
| 1.002 | OD63212/2025-2026:Engaging Hydraulic Excavator | 1 | Day | - | - |
| 1.003 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1.86 | cum | - | - |
| 1.004 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 1.86 | cum | - | - |
| 1.005 | 11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement | 50.3 | sqm | - | - |
| 2tarring | |||||
| 2.001 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 39.39 | sqm | - | - |
| 2.002 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 3.72 | cum | - | - |
| 2.003 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 3.72 | cum | - | - |
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